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循环流化床生物反应器中同步去除城市污水中的碳、氮和磷

Simultaneous carbon, nitrogen and phosphorous removal from municipal wastewater in a circulating fluidized bed bioreactor.

作者信息

Patel Ajay, Zhu Jesse, Nakhla George

机构信息

Department of Chemical and Biochemical Engineering, The University of Western Ontario, 1151 Richmond Street, Suite 2, London, Ont., Canada N6A 5B9.

出版信息

Chemosphere. 2006 Nov;65(7):1103-12. doi: 10.1016/j.chemosphere.2006.04.047. Epub 2006 Jun 9.

Abstract

In this study, the performance of the circulating fluidized bed bioreactor (CFBB) with anoxic and aerobic beds and employing lava rock as a carrier media for the simultaneous removal of carbon, nitrogen and phosphorus from municipal wastewater at an empty bed contact time (EBCT) of 0.82 h was discussed. The CFBB was operated without and with bioparticles' recirculation between the anoxic and aerobic bed for 260 and 110 d respectively. Without particles' recirculation, the CFBB was able to achieve carbon (C), total nitrogen (N) and phosphorous (P) removal efficiencies of 94%, 80% and 65% respectively, whereas with bioparticles' recirculation, 91%, 78% and 85% removals of C, N and P were achieved. The CFBB was operated at long sludge retention time (SRT) of 45-50 d, and achieved a sludge yield of 0.12-0.135 g VSS g COD(-1). A dynamic stress study of the CFBB was carried out at varying feed flow rates and influent ammonia concentrations to determine response to shock loadings. The CFBB responded favourably in terms of TSS and COD removal to quadrupling of the feed flow rate. However, nitrification was more sensitive to hydraulic shock loadings than to doubling of influent nitrogen loading.

摘要

在本研究中,讨论了具有缺氧和好氧床且采用熔岩作为载体介质的循环流化床生物反应器(CFBB),在空床接触时间(EBCT)为0.82 h的条件下对城市污水中碳、氮和磷的同步去除性能。CFBB分别在无生物颗粒在缺氧床和好氧床之间循环以及有生物颗粒循环的情况下运行了260天和110天。在无颗粒循环时,CFBB能够实现碳(C)、总氮(N)和磷(P)的去除效率分别为94%、80%和65%,而在有生物颗粒循环时,C、N和P的去除率分别达到91%、78%和85%。CFBB在45 - 50天的长污泥停留时间(SRT)下运行,污泥产率为0.12 - 0.135 g VSS g COD⁻¹。对CFBB进行了动态应力研究,改变进料流量和进水氨浓度以确定其对冲击负荷的响应。CFBB在总悬浮固体(TSS)和化学需氧量(COD)去除方面对进料流量增加四倍的情况反应良好。然而,硝化作用对水力冲击负荷比进水氮负荷加倍更敏感。

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